Blacksmith and Metalworking Forum
This is a discussion on I-beam or square tubing for hammer? within the Power Hammers forums, part of the Blacksmithing category; I'm building a jyh power hammer and I am about to start welding the frame up, I have a pretty ...
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I'm building a jyh power hammer and I am about to start welding the frame up, I have a pretty heavy duty 1/2" thick I-beam that I'm planing to use for the main column part and I also have some 1/4" walled square tubing I could use too. How much difference does a column like square tubing filled with sand damper the sound compared to a more open column like a I-beam?
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Keep in mind the tubing will be less likely to flex than ibeam. If you use the ibeam it will have a tendency to twist under stress, if you box it it will cure that problem. Hope this helps. Travis |
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I built a Rusty style hammer, and used square tube for the center column. Empty the whole thing rang like a bell. I filled it with steel shot, and the machine is much less nosiy. The extra 650# also helps to stabilize the machine. I had access to scrap steel shot from a Wheelabrator. Dirty, but free. After a few hours I had to top off as it settled. This went on for a couple of months.
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I believe square tubing has the advantage over an i-beam for reasons stated above. I like to make my frames very heavy for stability. 1/4 inch wall would be a little light. I would recommend 1/2 inch walled square tubing if you can find it. The base needs to be heavy also (minimum of 3/4" plate, 2" is better).
Last edited by djhammerd; 10-16-2008 at 08:58 PM. |
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I ended up using the heavier I-beam I had. I figure latter on I will find a couple plates to weld on the sides to box it in. I'm definitely going to have to find a heavier and bigger base plate to mount everything on but for now its on a 1/2 plate. For now I just have to figure out how short to cut the main springs.
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as mentioned a box girder offers considerably better resistance to torsion (and you can fill it) looks good |
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I've built hammers using I-beams with 1/2 flanges and that works, but I now favor box beams that I construct using channels and flats, bolted together. With bolted together box beams I can, like with I-beams, access bolts that pass through a flange. With rectangular tubes I find the sides are not particularly flat and bolts have to be threaded into the tube walls, or totally welded construction used. I have nothing really against tubes, but I prefer fab'd box beams.
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